Structural Tees (WT)

WT 18×105 (ASTM A6)

Source: AISC Shapes Database v16.0. Verified fields: A, G, It, Iw, Iy, Iz, Wply, Wplz, Wy, Wz, b, h, iy, iz, tf, tw. Other fields remain unverified unless identified as calculated. Native AISC x-x maps to stored major Iy; native y-y maps to stored minor Iz. Display uses native x-x/y-y.

h = 465 mm · b = 310 mm · tw = 21.1 mm · tf = 34.5 mm · G = 157 kg/m

ASTM A6 T-section
Cross-Section Profile — WT 18×105 (to scale)

All dimensions in mm · T-section · G = 157 kg/m · ASTM A6

157
kg / m
199
A (cm²)
41000
Ix (cm⁴)
1200
Sx (cm³)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Section Properties

Overall depth h 465 mm
Width b 310 mm
Web thickness tw 21.1 mm
Flange thickness tf 34.5 mm
Area A 199 cm²
Mass per length G 157 kg/m
Second moment (x-x) Ix 41000 cm⁴
Elastic modulus (x-x) Sx 1200 cm³
Plastic modulus (x-x) Zx 2150 cm³
Radius (x-x) rx 14.4 cm
Second moment (y-y) Iy 8570 cm⁴
Elastic modulus (y-y) Sy 554 cm³
Plastic modulus (y-y) Zy 875 cm³
Radius (y-y) ry 6.55 cm
Torsion constant It 579 cm⁴
Warping constant Iw 32000 cm⁶

Using this section record

Read the axis labels before using inertia or modulus: the major and minor axes are not interchangeable. Dimensions are in millimetres; area is in cm², second moments in cm⁴, moduli in cm³ and radii in cm. Convert powers of length consistently when transferring values to a calculation.

A Source line covers only its listed verified fields. Other fields remain subject to verification. A dash is unavailable, never zero. Withheld values must not be inferred from the remaining dimensions. Nominal mass and dimensions are reference values rather than measured tolerances or procurement guarantees. Confirm the exact product, manufacturing route, grade and thickness with the manufacturer. Section properties alone do not establish member resistance: stability, effective length, connections and project design requirements need separate assessment.